US8366938B2 - Method and device for purifying liquid effluents - Google Patents

Method and device for purifying liquid effluents Download PDF

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US8366938B2
US8366938B2 US12/595,058 US59505808A US8366938B2 US 8366938 B2 US8366938 B2 US 8366938B2 US 59505808 A US59505808 A US 59505808A US 8366938 B2 US8366938 B2 US 8366938B2
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effluents
flow rate
compartments
compartment
chamber
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US20100126931A1 (en
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Patrice Capeau
Michel Lopez
Pascal Gendrot
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Orege SA
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Orege SA
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    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/72—Treatment of water, waste water, or sewage by oxidation
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/008—Control or steering systems not provided for elsewhere in subclass C02F
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/24—Treatment of water, waste water, or sewage by flotation
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/46—Treatment of water, waste water, or sewage by electrochemical methods
    • C02F1/461—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis
    • C02F1/467—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis by electrochemical disinfection; by electrooxydation or by electroreduction
    • C02F1/4672—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis by electrochemical disinfection; by electrooxydation or by electroreduction by electrooxydation
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/72—Treatment of water, waste water, or sewage by oxidation
    • C02F1/722—Oxidation by peroxides
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/72—Treatment of water, waste water, or sewage by oxidation
    • C02F1/74—Treatment of water, waste water, or sewage by oxidation with air
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/72—Treatment of water, waste water, or sewage by oxidation
    • C02F1/78—Treatment of water, waste water, or sewage by oxidation with ozone
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00—Nature of the contaminant
    • C02F2101/30—Organic compounds
    • C02F2101/32—Hydrocarbons, e.g. oil
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2301/00—General aspects of water treatment
    • C02F2301/02—Fluid flow conditions
    • C02F2301/024—Turbulent
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00—Biological treatment of water, waste water, or sewage
    • C02F3/02—Aerobic processes
    • C02F3/06—Aerobic processes using submerged filters
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00—Technologies for wastewater treatment
    • Y02W10/10—Biological treatment of water, waste water, or sewage

Definitions

  • the present invention relates to a method for purifying liquid effluents charged with dissolved or undissolved organic and/or mineral substances, in order to bring them below a given COD and/or BOD by vigorous hydraulic agitation, oxidation and skimming.
  • the invention also relates to a device for purifying such effluents.
  • the COD or Chemical Oxygen Demand is the consumption of oxygen by strong chemical oxidants necessary for the oxidation of the organic (and mineral) substances of the water. It makes it possible to evaluate the pollution load of waste waters and measures all of the oxidizable substances, which includes those that are biodegradable.
  • the amount of matter that can be biodegraded by biochemical oxidation (oxidation by aerobic bacteria which take their energy from a redox reaction) contained in the water to be analyzed is, itself, defined by the parameter BOD (Biological Oxygen Demand).
  • liquid effluents often qualified as waste waters and which constitute the main example thereof, are likely to contaminate the media into which they are released.
  • the unbiodegradable matter that they contain are caused to be slowly oxidized by the dioxygen dissolved in the water or by that from the air at the surface of the effluent.
  • These treatments may be carried out collectively in a treatment plant or individually.
  • COD levels below 1000 mg/l, or even substantially below this value are today increasingly demanded, which proves impossible to obtain in the case of certain effluents, for example effluents originating from factories that produce oils.
  • a method for purifying aqueous effluents by catalytic oxidation using a three-phase reactor through which the effluents can continuously pass, in which reactor the solid catalyst is kept in suspension by recycling it.
  • the reactor comprises two compartments, namely a first compartment in which the reactant is kept in suspension and the effluent is circulated by bubbling therethrough a carrier gas and a second compartment where the oxidation of the effluents is carried out by injection of ozone.
  • Such a reactor has, in the event of an increase of the bubbling flow rate, obstructions which therefore limit such a flow rate. It furthermore requires an organized discharge of the driving gas which interferes with good contact between catalyst and effluent.
  • the present invention aims to provide such a method, and a corresponding device for treating the effluents, that respond better than those known previously to the requirements of the art, especially in that it enables a compact, substantially less expensive and much more effective treatment than that obtained with the treatment plants of the prior art.
  • a great flexibility of operation of the device furthermore makes it possible to adapt it and to control it as a function of the type of effluent to be treated, which is never the same from one plant to another, which is an important advantage of the invention.
  • the invention essentially proposes a method for purifying liquid effluents charged with dissolved or undissolved organic and/or mineral substances, in order to bring them below a given COD threshold, in which the water is separated from the substances by carrying out, in one and the same vertical chamber that has at least two compartments, a vertical bubbling in the effluents introduced at a flow rate d, and simultaneously in the same chamber a hydraulic or gaseous chemical oxidation of said effluents, characterized in that the chamber having a free surface and comprising at least three compartments that communicate with one another in order to allow a circulation between compartments successively from the top to the bottom and from the bottom to the top and so on, the effluents are introduced on one side and are withdrawn from another side in the upper part of the chamber at said flow rate d, the effluents are circulated by means of an external hydraulic circuit through the compartments between their lower part and a middle level at an overall flow rate D at least three times higher than the flow rate d,
  • Such a method will also make it possible, if necessary, to lower the BOD and/or the level of SM respectively below a second and a third given threshold.
  • middle level should be understood to mean a level intermediate between the lower part of the compartment and the free surface of the effluents in the chamber, which level must at the very least be located below the inlet and outlet connections for the effluents at the flow rate d, for example slightly below (a few centimeters), or lower, for example slightly above the middle of the walls of the compartments, or between the two, so as to make a calmer region above said middle level between the latter and the free surface, as will be seen below.
  • the flow rate D is, itself, and for example, in advantageous embodiments, greater than four times, five times or even eight times the flow rate d.
  • the water to be purified is itself used as a reactant by virtue of the pumping in the final compartment, located downstream, and reinjections into the upstream compartments, of the purified product itself that bears an oxidizing function.
  • Such a gravity system has the advantage of limiting the risks of clogging
  • high flow rate should be understood to mean a flow rate greater than 3 d, for example 4 to 10 times higher;
  • the oxidation system used is an electrolysis system which produces radical oxidizing substances at the surface of the electrodes.
  • the effectiveness of the operation is further improved when the recirculation flow rate is at least three times greater than the theoretical flow rate crossing the electrolysis system;
  • the invention also proposes a device that uses the method as described above.
  • a purifying device for liquid effluents charged with dissolved or undissolved organic and/or mineral substances in order to bring them below a given COD threshold, comprising a vertical chamber that has at least two adjacent vertical compartments that communicate with one another, means for supplying air for vertical bubbling in the lower part of the compartments, means for introducing effluents on one side and means for withdrawing them from another side in the upper part of the chamber at a flow rate d, and means for supplying said effluents with fluid for hydraulic or gaseous chemical oxidation, characterized in that the chamber has at least three compartments that communicate with one another via one or more openings made in a wall on the one hand at their lower part or on the other hand at a middle level, in order to allow a circulation between compartments successively from the top to the bottom and from the bottom to the top and so on, means for circulating the effluents, via an external hydraulic circuit between the openings in the lower part of the walls and those at a middle level at an overall
  • the chamber comprises five compartments, including four for circulation of the effluents and one for discharging the floating sludge via gravity.
  • the compartments have a working height H between 2 m and 6 m, for example of the order of 4 m.
  • the ratio of the working height H to the section S of each compartment is between 4 and 10.
  • the chemical oxidation is carried out by producing hydroxyl free radicals OH° from the water molecule H 2 O, this production possibly being carried out by electrolysis.
  • the air bubbles for vertical bubbling are produced in the external hydraulic circuit for circulating effluents via cavitation means.
  • At least one compartment comprises a bypass circuit which is attached to it for high flow rate recirculation, in which a complementary oxidation is or is not carried out, this oxidation advantageously being carried out by electrolysis.
  • the device furthermore comprises means for treatment via biological filtration.
  • FIG. 1 is a schematic perspective view of one embodiment of the device according to the invention.
  • FIG. 2 is an expanded diagram showing the internal and external flows of the device of FIG. 1 .
  • FIG. 3 is a schematic top view of the chamber from FIG. 1 showing the directions of circulation of the streams.
  • FIG. 4 is a perspective view of the chamber from FIG. 1 here again illustrating the flows.
  • FIG. 5 schematically gives, in exploded perspective, an embodiment of the device for oxidation via electrolysis.
  • FIG. 6 is an operating diagram of a device according to another embodiment of the invention having several adjacent compartments.
  • FIGS. 7 to 10 represent purification curves showing the COD obtained, as a function of the treatment time, in various examples, with the method according to the invention.
  • FIG. 11 is an expanded operating diagram of a device according to another embodiment of the invention.
  • FIGS. 12 to 15 are diagrams of results obtained with the device from FIG. 11 , with the same type of effluent but with a variable composition and as a function of various initial COD values.
  • FIGS. 1 , 2 and 4 show a device 1 for purifying liquid effluents 2 at a flow rate d, for example of 2 m 3 /h comprising a vertical cylindrical chamber 3 made of stainless steel, having a working height H, for example of 5 m and a diameter D, for example of 2 m.
  • the chamber comprises five vertical compartments, including four for circulation of substantially identical effluents 4 , 5 , 6 and 7 on the one hand, and one compartment for discharging sludge 8 on the other hand, the sections of which form substantially triangular disk portions with equal surface areas S.
  • Other sections for example circular sections, sufficiently widened to avoid any obstruction due to the bubbling, enable a similar efficiency.
  • the compartments are respectively separated from one another by internal walls 9 , 10 , 11 , 12 and 13 positioned radially and regularly around a cylindrical central core 14 having an axis 15 equipped in the upper part, above (1 to 2 mm) the upper edge of the internal walls, with a scraper system 16 having four identical blades 17 in the form of rectangular flat plates positioned radially and distributed angularly.
  • the system 16 is actuated by a rotor motor 18 controlled in a manner known per se by a programmable controller 19 for controlling the whole of the device.
  • a system 20 for external hydraulic circulation between compartments 4 , 5 , 6 and 7 cf. also FIGS. 2 , 4 and 11
  • a circulation 21 between said compartments successively from the bottom to the top and from the top to bottom and so on by virtue of openings of sufficient diameter to allow the passage of the partial flows, and/or more generally of the flow D, in the case where the entire flow D would be
  • the openings are made in the walls, namely, in the example more particularly described here, an opening 22 in the lower part of the wall 9 , at a distance k from the bottom, for example at 30 cm, an opening 23 made in the upper part of the wall 10 at a distance K from the bottom, for example at 4 m 50 cm and an opening 24 made in the lower part of the wall 11 , at said distance k from the bottom.
  • the flow D is then taken in by an intermediate opening 25 located at the distance l from the bottom, for example at 1 m 50 cm, in the compartment 7 via the pump 26 for circulation at high flow rate D, in order to be injected into the lower part, below the lowest openings 22 and 24 , for example at a distance i from the bottom of 10 cm, by four identical connections 27 , made in each compartment 4 , 5 , 6 and 7 , said connections being connected to one another via a distribution duct 28 .
  • Control means for example solenoid valves controlled by the controller 19 , not represented here but known in themselves are provided in order to control the flow rates and/or balance the pressure losses between the various compartments.
  • the circulation system 20 furthermore comprises a cavitation device 26 ′ that makes it possible to inject small-diameter air bubbles (having a diameter of less than 1 millimeter) into the flow, which therefore constitutes the supply of vertical bubbling air mentioned above.
  • This bubbling air has no driving role, and even acts instead as a brake when it is counter-current, for example in compartments 4 and 6 .
  • the device 1 also comprises means 29 for introducing effluents 2 in the upper part of the first compartment 4 at the flow rate d via a connection 30 located at a height h slightly less than H, for example located at H—20 cm substantially on the generatrix of the middle of the outer wall.
  • the means 29 comprise a pump 31 controlled by the controller 19 , and circuits 32 and 33 for adding reactants known in themselves, for example in liquid form, and that are dependent on the type of effluents treated in order to better enable the oxidation and/or the breakage of the long molecules.
  • the device 1 comprises, on the other side, means 34 for extracting the effluents treated 35 at the flow rate d at the height h in the upper part of the last compartment 7 via a connection 36 , comprising a pump 36 ′.
  • the device 1 more particularly described here also comprises a circuit 37 for supplying the effluents in the last compartment with hydraulic or gaseous chemical oxidation fluid.
  • This circuit comprises a pump 38 for circulating a reactant from the bottom to the top in the compartment 7 . It comprises a reactant supply system 39 and/or in-line means 40 for oxidation via chemical electrolysis.
  • These means 40 are for example formed by a series of several parallel flat electrodes 41 .
  • the OH° ions 42 are produced at the surface of the electrodes over a thickness of a few tens of ⁇ , a turbulent flow 43 being formed over a sufficient surface area, the electrodes being spaced a few millimeters apart.
  • the device 1 finally comprises the compartment 8 for gravity discharge of the sludge, comprising a collection hopper with a guide funnel (not represented).
  • the sludge is then recovered from the bottom in 44 , for example by pumping (not represented), the circulation of the effluents taking place in the direction 45 (cf. FIG. 3 ) and that of the sludge scraping in the upper part in the reverse direction 46 .
  • the waters 2 to be treated by the method are waters containing a pollutant load composed of dissolved or undissolved organic and/or mineral substances.
  • Reactants are furthermore introduced directly or indirectly into the four compartments 4 , 5 , 6 and 7 , in liquid or gaseous form via 32 , 33 and 37 .
  • the waters will benefit from several simultaneous actions targeting the separation between the polluting elements and the water itself, and the treatment of these by oxidation.
  • each compartment 4 , 5 , 6 and 7 has a role.
  • This role aims first to extract the maximum amount of polluting matter, by using, if necessary, the techniques for coagulation and flocculation of this matter.
  • the method according to the invention thus permits a sequenced contribution, compartment after compartment, by inducing several actions of physical and chemical order which will be able to be optimized as a function of the effluents.
  • the chemical oxidation is firstly obtained by oxygen from the air itself, but also (see above) by introducing molecular or radical chemical oxidants.
  • the oxygen from the air which remember is not there to have a driving effect, is, itself, introduced by bubbling by virtue of the cavitation prepared in 29 .
  • the device due to its configuration, allows a long contact time between the bubbles and the water.
  • the size of the bubbles is moreover significantly small (that is to say in the embodiment more particularly described, less than 1 mm in diameter) so as to ensure a large contact area. Furthermore, since the formation (production) of bubbles is carried out in a hydraulic circuit at high flow and high speed, it enables an effective mixing between the air and the water.
  • the radical or molecular oxidant is, itself, introduced into the hydraulic circuit 37 at high speed.
  • a very powerful oxidant is used here of the type H 2 O 2 or O 3 or a combination of the two, or else of O° or OH° radicals.
  • the procedure for introducing the molecular oxidants itself enables, as a function of the effluents treated and in a manner that can be easily optimized by a person skilled in the art, a contact time that is as long as possible. Oxidizing gas or liquid thus benefit from mixing with the treated water by the same principle as the oxygen from the air.
  • a separation of the polluting phases and water is further obtained by the use of the surfactant nature of the air bubbles.
  • the clusters of molecules are thus captured and rise to the surface of the compartments where the extraction is carried out in a calm zone.
  • the bubbles burst, the free surface of the water acting as a captor for the hydrophobic heads of the structures to be extracted.
  • the system of regular scraping, carried out with the blades 17 itself makes it possible to clear the surface in order to maintain the active nature thereof.
  • the scraping is carried out very slowly, at a rate of a few revolutions per minute.
  • the scraped products are themselves in the form of pasty foams, and are recovered in the compartment 8 which is in the form of a discharge spout.
  • hydrophobic poles are sometimes physically protected by the hydrophilic poles of the molecular clusters. These arrangements, which ensure a high solubilization of these chemical structures, then make their treatment and their extraction from water, and consequently the pollution control thereof, difficult.
  • the device according to the invention makes it possible to intervene in these bonds:
  • the upper part of the two compartments indeed has a two-dimensional laminar flow whereas the lower part is, on the other hand, a zone of high hydraulic turbulence, with three-dimensional flow and Brownian motions.
  • the lower part of the compartments is the return zone of the hydraulic circuits, and the zone of direct provisions of air bubbles and oxidants, at high flow and high speed, knowing that the compartments 4 , 5 , 6 and 7 communicate, on the other hand, with one another at middle levels, and in the lower part, via a group of baffled flows.
  • the upper zones thus benefit from the calm necessary for the physical and chemical contributions that allow good purification.
  • the flow regime of the device is also specified below with reference to FIG. 4 .
  • the first compartment 4 (which benefits from the introduction of the raw waters) via the top, sees the latter flow to the bottom (above the reentry zone) of the strongest hydraulic circuit.
  • the second compartment 5 flows to the third via the top at a level below the upper level of the water.
  • the previous compartment 6 is that which precedes the outlet of the complete line which takes place in compartment 7 .
  • this baffled flow guarantees a long contact time and a greater extraction efficiency via the bubbles, due to the production of (upward/downward) countercurrents.
  • the chemical oxidation circuit is only implemented in the last compartment 7 .
  • the process according to the invention thus enables either the complete treatment of the water, or a work for preparing the water before it is taken up by a complementary system, for example a biological system.
  • the effluent is, as has been seen, itself used for carrying out the desired physical and chemical work.
  • FIG. 6 Another embodiment of a device according to the invention will now be described with reference to FIG. 6 .
  • FIG. 6 shows a device 50 comprising means 51 for supplying effluents by means of a pump 52 after pretreatment 53 .
  • the means 51 comprise various reactant feed devices 54 , 55 .
  • the effluents themselves follow a path 56 between the adjacent compartments 57 , 58 , 59 , 60 , 61 , 62 (non-limiting number) connected to one another by openings alternately positioned at the bottom 63 and at the top 64 , in order to form a baffle.
  • the circulation of effluents at high flow rate is taken up by the circuit 20 , and reinjected into the lower part of each compartment, in an identical manner, after treatment by cavitation, which will enable the bubbling 65 .
  • the sludge 66 is recovered at the surface of the liquid 67 in order to be discharged to an overflow 68 and stored or treated in 69 .
  • the purified effluents are, themselves, recovered in the upper part of the last compartment 62 , in order to be stored or treated via means at 70 .
  • Starch is a polysaccharide having a molecular weight between 100 000 amu and more than 1 000 000 amu.
  • the polysaccharide is made of sugar, furthermore composed of a straight chain of glucose molecules joined together by an oxygen molecule between the first carbon of a first molecule, and the fourth carbon of a second molecule and so on, the glucose-glucose linkage being of a type that is particularly difficult to break.
  • a hyperoxidation is additionally and simultaneously carried out in the last compartment, which is partially repeated in the other compartments, due to the entrainment of the products by the high flow rate circulation circuit going round in circles.
  • This phase proves, alone, capable of destroying the complex molecules. It makes it possible to reduce the COD and to lower it below 120 mg/l of COD.
  • the hyperoxidation is carried out starting from OH° ions, obtained by catalysis.
  • the latter are for example produced, at the surface of flat electrodes that are stacked in parallel, inserted in a module, over a thickness of a few tens of mm, for example electrodes manufactured by the German company CONDIAS.
  • a mass transfer is caused in contact with the electrodes and the presence of the most turbulent flow possible through these electrodes causes an entrainment of microbubbles.
  • a schematic embodiment of the module is represented, by way of non-limiting example, with reference to FIG. 5 .
  • the electrodes are positioned in parallel, in a stack. Their width, for example of the order of 5 cm, allows a good dispersion of the fluid at the active surface of the electrodes and prevents laminar flows, which minimizes the dispersion effect in contact with the surface of the electrodes.
  • the module is formed from a small chamber having for example an oval surface area, the passage flow rate through the electrodes being, for example, 20 m 3 /h in order to render the fluid effective and to charge it sufficiently with OH° oxidant.
  • the hydrolysis also produces a very high concentration of microbubbles which will prove to function as surface-active structures of the organic molecule.
  • the products treated are organic matter resulting from the treatment of oilseeds after subtraction of lipid materials.
  • the effluent to be treated is thus composed:
  • the effluent is predominantly composed of long-chain carbon-based structures or of assemblies of these molecular structures.
  • the industrial treatment of the effluents was carried out at a flow rate between 1 and 2 m 3 /h, a total chamber volume of 5.5 m 3 , and a recirculation (known as loop) flow rate of 60 m 3 /h.
  • the oxidation system is an electrolysis system of the type described above which is carried out on the loop itself.
  • the operation of the device is completed by a 100-liter fixed bed biological action.
  • the physicochemical treatment therefore bottoms out at around 1100 mg/l.
  • the biological phase makes it possible, on the other hand, to resume the abatement of COD.
  • the abatement of COD is 654 mg/l (55%), i.e. 645 g of COD for the whole of the biological batch. This is better performing than the maximum theoretical ratio (415 g for 10 h).
  • the physicochemical phase here bottoms out in the vicinity of 1100 mg/l.
  • the COD abatement is as effective as in batch mode.
  • the abatement was 45%, i.e. 532 mg/l or 532 g of COD for the biological batch, i.e. still better performing than the theoretical optimum (415 g for 10 h).
  • the oxidation made it possible to obtain an abatement of 208 mg/l of COD, i.e. 208 g of COD.
  • FIGS. 9 and 10 themselves refer to tables IV and V below.
  • the data are the following:
  • Effluent emulsion of 8500 mg O 2 /l of COD, SM: 150 mg/l, total hydrocarbons: 5 mg/l
  • the water treated is water loaded with hydrocarbons.
  • Bubble production recirculation pumping 50 m 3 /h
  • FIG. 11 Another embodiment of a device 71 having four compartments 72 , 73 , 74 , 75 and also its operation according to the invention will now be described with reference to FIG. 11 .
  • the device 71 comprises a pump 76 which sucks up the effluent.
  • reactants R 1 and R 2 are provided here in the required proportions (metering pump 77 ) at the flow rates PD 1 and PD 2 via introduction before and after the body of the pump 76 .
  • the introduction is then carried out in the reactor 78 of the device via the compartment 72 in the upper part with an introduction in the direction of the bottom of the reactor in order to avoid an effect of reflections on the edges of the compartment.
  • the passage between the compartments 72 and 73 is carried out via the transfer T 1 located in the lower part of the tank.
  • the effluent During its descent into the compartment 72 , the effluent encounters an upward stream 79 of the treated fluid sucked up at a flow rate P 1 (for example 100 m 3 /h) in the last compartment 75 by the pump 80 .
  • P 1 for example 100 m 3 /h
  • This mixing is improved by the creation of a vortex in a manner known per se, that optimizes the contact time.
  • This mixing has a physical advantage since the upward stream has benefited from the production of small bubbles created by cavitation for example based on the speed of the fluid through a venturi system 81 .
  • This mixing has a chemical oxidation role since the water from the fourth compartment has a very high oxidation level for example of 300 to 900 mV.
  • the user controls the compartment outlet valves 82 , 83 , and 85 in order to produce a vortex effect and turbulence effect necessary for the good operation of the process, to distribute the pressure losses and to control the respective flow rates as a function of parameters optimized by a person skilled in the art.
  • This control must, in addition, enable the upper part of the tank to remain very calm, without disorder except that caused by the rise of the material carried by the upward-moving bubbles that catch the hydrophobic heads of the water.
  • supplementary bypass external hydraulic circuits (oxidation loops) 87 , 88 and 89 are further provided. These allow a strong supplementary agitation in each of the compartments 73 , 74 and 75 at high flow rates P 42 , P 43 , P 44 for example of 40 m 3 /h with electrolysis reactors and/or supplementary oxidation device (reactors 90 , 91 , 92 ).
  • This system also makes it possible to be as turbulent as possible when passing through the reactor and therefore in contact with the electrodes in order to maximize the probability of encountering oxidants. It also makes it possible to recirculate the entire volume to be treated a greater number of times, which further increases the probability of oxidation of the material.
  • the rate of scraping or the suction flow rate of the creams must be carried out in order to take away the material effectively but without disturbing the static nature of the film of water.
  • the effluent benefits from a strong suction T 2 from the second compartment 73 , this suction being carried out under an area 86 for amassing matter and bubbles of the upper part of the compartment.
  • This water is then introduced again into the lower part T 3 of the compartment 75 in order to make it benefit again from the bubbling favorable to the phase separation. It is in this compartment that the dissolved polluting phase is then particularly precipitated by the oxidation and especially by electrolysis if electrolysis is the technique used to produce the oxidants.
  • this material is here again captured by the bubbles as they travel to the top of the compartment and is subtracted from the medium.
  • the water thus gradually loses its organic polluting load, its color and its odor.
  • the effluents are then sucked up by the pump 80 in order to be injected into the oxidation loop 93 comprising a device 94 for electrolysis (reactor) and a device 95 for cavitation (air flow rate CA), which are in parallel.
  • the residence time varies, as a function of the effluent treated, from 30 minutes to a few hours, 3 or 4 hours for example.
  • the effluent therefore arrives into the last compartment after having benefited from a vertical flow in each preceding compartment and therefore having had a maximum residence time and an optimum contact time.
  • Table VII corresponds to FIG. 13 (average initial COD).
  • Table VIII corresponds to FIG. 14 (low initial COD).
  • Table IX corresponds to FIG. 15 (higher initial COD).
  • the present invention is not limited to the embodiments more particularly described. It embraces, on the contrary, all the variants thereof and especially those where, for example, the chamber is not cylindrical or else where the sludge is discharged by suction and not by scraping.

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  • Organic Chemistry (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Chemical & Material Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Water Treatment By Electricity Or Magnetism (AREA)
  • Treatment Of Water By Oxidation Or Reduction (AREA)
  • Separation Using Semi-Permeable Membranes (AREA)
  • Physical Water Treatments (AREA)
  • Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (AREA)
  • Biological Treatment Of Waste Water (AREA)
  • Removal Of Floating Material (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
US12/595,058 2007-04-13 2008-04-14 Method and device for purifying liquid effluents Expired - Fee Related US8366938B2 (en)

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FR0702700A FR2914919B1 (fr) 2007-04-13 2007-04-13 Procede et dispositif d'epuration d'effluents liquides.
PCT/FR2008/000521 WO2008142293A2 (fr) 2007-04-13 2008-04-14 Procede et dispositif d'epuration d' effluents liquides

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US10654732B2 (en) 2015-04-29 2020-05-19 Biotecam Assessoria E Desenvolvimento De Tecnologia Ambiental Ltda. Equipment and process for massive dissolution of gases in liquids

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FR3091277B1 (fr) * 2018-12-26 2021-07-23 Orege Procédé et dispositif d’amélioration de la biodégradabilité d’une boue
SE543716C2 (en) * 2019-05-17 2021-06-29 Bjoerks Rostfria Ab Apparatus, system and methods for water processing
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CN113121050B (zh) * 2021-05-21 2022-08-26 山西惠净泉环保科技有限公司 一种杀菌去氯饮用水处理装置
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Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3773179A (en) * 1971-09-28 1973-11-20 Pollution Control Engineering Apparatus for treating waste fluids by means of dissolved gases
US3898150A (en) * 1974-08-15 1975-08-05 Waste Water Systems Inc Electroflotation apparatus
US4673443A (en) 1985-03-18 1987-06-16 Motorola, Inc. Continuous ionizer for semiconductor manufacturing processes
US5053140A (en) * 1989-07-26 1991-10-01 American Water Purification, Inc. Process and apparatus for removing impurities from water used in food processing utilizing a mixture of ozone and air
US5178755A (en) * 1992-02-20 1993-01-12 Estr Inc. UV-enhanced ozone wastewater treatment system
US5180499A (en) * 1990-10-17 1993-01-19 Envirozone Technologies, Inc. Process for removal of solid, chemical and bacterial waste from water
US6010011A (en) * 1998-10-13 2000-01-04 Rubinstein; Julius Flotation apparatus for mineral processing
WO2001038235A1 (fr) 1999-11-26 2001-05-31 Degremont Procede et dispositif d'epuration d'effluents aqueux par oxydation catalytique
US6270063B1 (en) 1998-07-27 2001-08-07 Texas Instruments Incorporated Ozone diffuser for deionized water

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0671273A (ja) * 1992-08-27 1994-03-15 Meidensha Corp 高度浄水システムにおけるオゾン接触槽
JP2001149919A (ja) * 1999-11-26 2001-06-05 Hitachi Ltd 加圧浮上式浄化装置
US6315963B1 (en) * 2000-03-22 2001-11-13 Samuel E. Speer Method and apparatus for the enhanced treatment of fluids via photolytic and photocatalytic reactions
JP2002177956A (ja) * 2000-12-12 2002-06-25 Yasumasa Kondo 浄水方法および浄水装置
JP2002273451A (ja) * 2001-03-23 2002-09-24 Hideo Tanaka 浄化装置
JP4524406B2 (ja) * 2006-11-24 2010-08-18 独立行政法人産業技術総合研究所 ナノバブル利用汚濁水浄化方法及び装置

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3773179A (en) * 1971-09-28 1973-11-20 Pollution Control Engineering Apparatus for treating waste fluids by means of dissolved gases
US3898150A (en) * 1974-08-15 1975-08-05 Waste Water Systems Inc Electroflotation apparatus
US4673443A (en) 1985-03-18 1987-06-16 Motorola, Inc. Continuous ionizer for semiconductor manufacturing processes
US5053140A (en) * 1989-07-26 1991-10-01 American Water Purification, Inc. Process and apparatus for removing impurities from water used in food processing utilizing a mixture of ozone and air
US5180499A (en) * 1990-10-17 1993-01-19 Envirozone Technologies, Inc. Process for removal of solid, chemical and bacterial waste from water
US5308480A (en) * 1990-10-17 1994-05-03 Envirozone Technologies, Inc. Apparatus for removal of solid, chemical and bacterial waste from water
US5178755A (en) * 1992-02-20 1993-01-12 Estr Inc. UV-enhanced ozone wastewater treatment system
US6270063B1 (en) 1998-07-27 2001-08-07 Texas Instruments Incorporated Ozone diffuser for deionized water
US6010011A (en) * 1998-10-13 2000-01-04 Rubinstein; Julius Flotation apparatus for mineral processing
WO2001038235A1 (fr) 1999-11-26 2001-05-31 Degremont Procede et dispositif d'epuration d'effluents aqueux par oxydation catalytique
US6866788B1 (en) 1999-11-26 2005-03-15 Ondeo Degremont Method and device for purifying aqueous effluents by catalytic oxidation

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
International Search Report for PCT/FR2008/000521, completed Dec. 3, 2008, mailed Dec. 12, 2008.

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20150218011A1 (en) * 2012-08-10 2015-08-06 Xyelm Water Solutions Zelienople LLC Method and Apparatus for Monitoring and Controlling Ozonation and Aerated Filtration Using UV and Visible Spectral Measurement and Oxidation Reduction Potential
US9365437B2 (en) * 2012-08-10 2016-06-14 Xylem Water Solutions Zelienople Llc Method and apparatus for monitoring and controlling ozonation and aerated filtration using UV and visible spectral measurement and oxidation reduction potential
US8728310B1 (en) 2013-03-13 2014-05-20 RR Fish SIA Water processing system
US10654732B2 (en) 2015-04-29 2020-05-19 Biotecam Assessoria E Desenvolvimento De Tecnologia Ambiental Ltda. Equipment and process for massive dissolution of gases in liquids

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WO2008142293A3 (fr) 2009-02-19
FR2914919B1 (fr) 2011-09-16
EP2139818B1 (fr) 2010-11-10
JP2010523323A (ja) 2010-07-15
EP2139818A2 (fr) 2010-01-06
CN101679083A (zh) 2010-03-24
PL2139818T3 (pl) 2011-07-29
EA200901395A1 (ru) 2010-04-30
WO2008142293A2 (fr) 2008-11-27
US20100126931A1 (en) 2010-05-27
CA2683354A1 (fr) 2008-11-27
CA2683354C (fr) 2016-08-30
BRPI0810642A2 (pt) 2014-11-04
ATE487679T1 (de) 2010-11-15
CN101679083B (zh) 2013-11-27
AU2008252722A1 (en) 2008-11-27
JP5469594B2 (ja) 2014-04-16
ES2356182T3 (es) 2011-04-05
DE602008003426D1 (de) 2010-12-23
MX2009010981A (es) 2010-01-25
DK2139818T3 (da) 2011-02-28
FR2914919A1 (fr) 2008-10-17
PT2139818E (pt) 2011-02-17

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